Matches in SemOpenAlex for { <https://semopenalex.org/work/W97578248> ?p ?o ?g. }
Showing items 1 to 83 of
83
with 100 items per page.
- W97578248 endingPage "82" @default.
- W97578248 startingPage "74" @default.
- W97578248 abstract "Recent surveys of transportation agencies regarding corrugated metal pipe (CMP) culverts have indicated cases of longitudinal flexural failure due to uplift at the inlet. The surveys indicate that inlet tie-down design standards vary by more than 500 percent in the calculated tie-down force required for similar large diameter CMP. In response to these problems, Iowa State University (ISU) is carrying out a multiphase research project to develop a rational design methodology for CMP inlet tie-downs. As a part of the ISU project, a full-scale field test involving a 16-m long and 3.05-m diameter CMP installed in a simulated highway embankment was conducted to gain insight into the soil-structure interaction processes and to obtain data for use in the development and verification of a CMP tie-down design methodology. Uplift forces were applied at the inlet end of the CMP by a system of hydraulic jacks mounted on a reaction frame. CMP deflections, strains, and backfill earth pressures were monitored as the CMP was incrementally loaded to give a maximum inlet uplift of about 76 mm. The test data indicate that the backfilled CMP subjected to inlet uplift forces behaves essentially as a cantilever beam, with the greatest bending occurring near the crest of the embankment slope. Analyses indicate that the backfill soil cover significantly increases the effective longitudinal stiffness of the CMP through soil-structure interaction processes and thus must be taken into account in a CMP inlet tie-down design." @default.
- W97578248 created "2016-06-24" @default.
- W97578248 creator A5028935587 @default.
- W97578248 creator A5036656310 @default.
- W97578248 creator A5049830436 @default.
- W97578248 creator A5088108570 @default.
- W97578248 date "1995-01-01" @default.
- W97578248 modified "2023-09-23" @default.
- W97578248 title "Full-scale field test of uplift resistance of corrugated metal pipe culvert" @default.
- W97578248 hasPublicationYear "1995" @default.
- W97578248 type Work @default.
- W97578248 sameAs 97578248 @default.
- W97578248 citedByCount "4" @default.
- W97578248 countsByYear W975782482015 @default.
- W97578248 crossrefType "journal-article" @default.
- W97578248 hasAuthorship W97578248A5028935587 @default.
- W97578248 hasAuthorship W97578248A5036656310 @default.
- W97578248 hasAuthorship W97578248A5049830436 @default.
- W97578248 hasAuthorship W97578248A5088108570 @default.
- W97578248 hasConcept C120665830 @default.
- W97578248 hasConcept C121332964 @default.
- W97578248 hasConcept C123700513 @default.
- W97578248 hasConcept C127313418 @default.
- W97578248 hasConcept C127413603 @default.
- W97578248 hasConcept C135628077 @default.
- W97578248 hasConcept C140651703 @default.
- W97578248 hasConcept C141354745 @default.
- W97578248 hasConcept C187320778 @default.
- W97578248 hasConcept C201289731 @default.
- W97578248 hasConcept C2779372316 @default.
- W97578248 hasConcept C2779622475 @default.
- W97578248 hasConcept C2781355719 @default.
- W97578248 hasConcept C29951281 @default.
- W97578248 hasConcept C66938386 @default.
- W97578248 hasConcept C78519656 @default.
- W97578248 hasConcept C87210426 @default.
- W97578248 hasConceptScore W97578248C120665830 @default.
- W97578248 hasConceptScore W97578248C121332964 @default.
- W97578248 hasConceptScore W97578248C123700513 @default.
- W97578248 hasConceptScore W97578248C127313418 @default.
- W97578248 hasConceptScore W97578248C127413603 @default.
- W97578248 hasConceptScore W97578248C135628077 @default.
- W97578248 hasConceptScore W97578248C140651703 @default.
- W97578248 hasConceptScore W97578248C141354745 @default.
- W97578248 hasConceptScore W97578248C187320778 @default.
- W97578248 hasConceptScore W97578248C201289731 @default.
- W97578248 hasConceptScore W97578248C2779372316 @default.
- W97578248 hasConceptScore W97578248C2779622475 @default.
- W97578248 hasConceptScore W97578248C2781355719 @default.
- W97578248 hasConceptScore W97578248C29951281 @default.
- W97578248 hasConceptScore W97578248C66938386 @default.
- W97578248 hasConceptScore W97578248C78519656 @default.
- W97578248 hasConceptScore W97578248C87210426 @default.
- W97578248 hasIssue "1514" @default.
- W97578248 hasLocation W975782481 @default.
- W97578248 hasOpenAccess W97578248 @default.
- W97578248 hasPrimaryLocation W975782481 @default.
- W97578248 hasRelatedWork W1983681800 @default.
- W97578248 hasRelatedWork W1995206162 @default.
- W97578248 hasRelatedWork W1995702230 @default.
- W97578248 hasRelatedWork W2015727621 @default.
- W97578248 hasRelatedWork W2018488927 @default.
- W97578248 hasRelatedWork W2020146592 @default.
- W97578248 hasRelatedWork W2073811370 @default.
- W97578248 hasRelatedWork W2125178225 @default.
- W97578248 hasRelatedWork W2248559527 @default.
- W97578248 hasRelatedWork W2323724880 @default.
- W97578248 hasRelatedWork W2348425889 @default.
- W97578248 hasRelatedWork W2354274729 @default.
- W97578248 hasRelatedWork W2357881784 @default.
- W97578248 hasRelatedWork W2364617575 @default.
- W97578248 hasRelatedWork W2372390830 @default.
- W97578248 hasRelatedWork W2377300751 @default.
- W97578248 hasRelatedWork W2379189693 @default.
- W97578248 hasRelatedWork W2386737997 @default.
- W97578248 hasRelatedWork W58123989 @default.
- W97578248 hasRelatedWork W2512933295 @default.
- W97578248 isParatext "false" @default.
- W97578248 isRetracted "false" @default.
- W97578248 magId "97578248" @default.
- W97578248 workType "article" @default.